Experimental Based Learning and Modeling of Computer Networks

these days. This study aims to examine the effectiveness of using Cisco Packet Tracer as a simulation tool. This development reflected significant importance for higher education institutions. It ensures that all students have ample networking assistances. The computer network needs consideration of theory and practice. Hence, Cisco packet tracer software is recommended to solve this difficulty. In this paper, design and simulation of a computer network with Cisco network packet tracer simulation software is illustrated. This software would normally not work deprived of a variety of configurations. So, essential steps and configurations of software are explained in this paper which is useful in network design. Extensive simulation results validate this model. 

by Prof. Jayesh Rane | Prof. Sarang Kulkarni ""Experimental Based Learning and Modeling of Computer Networks""

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd30595.pdf

Paper Url :https://www.ijtsrd.com/engineering/electronics-and-communication-engineering/30595/experimental-based-learning-and-modeling-of-computer-networks/prof-jayesh-rane

internationaljournalsofcomputerscience, callforpapercomputerscience, ugcapprovedjournalsforcomputerscience 

Flexural Behaviour of Steel Fibre Reinforced Geopolymer Concrete

from ancient days. It was expected that the production of cement would be increased from about from 1.5 billion tons in 1995 to 2.2 billion tons in 2020. But 2018 china using 2.37 billion tons individually. India is the second largest producer of cement in the world. Cement industry is expected to reach 550 – 600 million tons per annum at 2025. The cement production contributes nearly 8 of worlds global warming due to emission of greenhouse gases, such as CO2, to the atmosphere. Hence, it is essential to find a substitute material for cement. The technology geopolymer concrete found as alternative for this problem. In this present research, cement is replaced with Fly Ash and GGBS in different percentages with steel fibers. The studies show that the load carrying capacity of most of the gpc mix was in the most cases more than that of conventional ordinary Portland cement concrete mix. The fresh and hardened properties of geopolymer concrete were found with and without steel fiber. The mechanical characteristics of all the examined mixes are to be enhanced by the GGBS content, in both plain and steel fibre reinforced geopolymer concrete. A comparative analysis has been carried out for normal conventional concrete to that of the steel fibre reinforced geopolymer concrete under ambient curing in relation to compressive, split tensile, flexural strengths. As the fibre content generally increases compressive, split tensile and flexural strengths are proportionally increased. 

by G. Jegatheeswaran | K. Soundhirarajan ""Flexural Behaviour of Steel Fibre Reinforced Geopolymer Concrete"" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd30583.pdf

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30583/flexural-behaviour-of-steel-fibre-reinforced-geopolymer-concrete/g-jegatheeswaran

ugclistedjournals, indexedjournal, paperpublication

Assessment of Water Quality Indices for Irrigation of Dharta Watershed Udaipur Rajasthan India

Validate the suitability of water for agriculture on the basis of the quality indices is the key objective of this study. The quality of water was evaluated by analyzing parameters such as calcium, magnesium, sodium, alkalinity and bicarbonates. The quality indices were evaluated and ranged as Sodium Absorption Ratio 0.54 to 5.80 ppm, Soluble Sodium percentage 10.47 to 59.17 ppm, Residual Sodium Carbonate 26.25 to 1.24 ppm, Permeability Index 25.16 to 79.78 and Kelly’s Ratio 0.12 to 1.45 ppm. The outcomes were compared to the WHO and BIS standards. According to salinity hazard in which based on EC, 18.33 samples are unsuitable for irrigation, while 26.67 samples are utilize by suitable water treatment, On the basis of TDS 5 of water samples are belongs to moderately saline category which is reduce by some irrigation practices. On the other side based on Sodium hazard all the samples are found within the range of excellent category, which means water is suitable for irrigation purpose. The calculated indices were fit in agreement by means of WHO and BIS. The documentation contains information about the impact of the irrigation water quality on the agriculture. 

Katara P. | Mittal H. K. | Maheshwari B. L. | Singh P. K. | Dashora Y. ""Assessment of Water Quality Indices for Irrigation of Dharta Watershed, Udaipur, Rajasthan, India""

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd30429.pdf

Paper Url :https://www.ijtsrd.com/engineering/agricultural-engineering/30429/assessment-of-water-quality-indices-for-irrigation-of-dharta-watershed-udaipur-rajasthan-india/katara-p

ugcjournallist, listofugcapprovedjournals, researchpublication

Design and Fabrication of Shock Absorber Compressor Spring

This report contains the design, fabrication and performance analysis of a shock absorber spring compressor. The detailed data of the different parts was presented. The materials selected for each part, the reason for selecting that material and the design of the different parts of the shock absorber compressor spring was carried out. The manufacturing processes involved was presented. From the design it was established that deflection in the spring decreases with reduction in the stresses applied to the spring. The test result of the fabricated shock absorber compressor spring shows that the tool was very efficient in extracting the spring during the repair process with danger of harming the technician working with the tool. 

Sylvester Emeka Abonyi | Anthony A. Okafor | Nawdike Emmanuel Chinagorom ""Design and Fabrication of Shock Absorber Compressor Spring""

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd30406.pdf

Paper Url :https://www.ijtsrd.com/engineering/mechanical-engineering/30406/design-and-fabrication-of-shock-absorber-compressor-spring/sylvester-emeka-abonyi

peerreviewedjournals, reviewpapers, callforpaperhealthscience

Prediction of Surface Roughness and Optimization of Machining Parameters in Drilling Process of Aluminum Alloy Al6061

In this paper, an experimental research was conducted to investigate the influence of the tool diameter, spindle speed, and feed rate on the surface roughness in hole drilling process. The Box Behken experimental matrix that was used with 15 experiments. The Minitab 16 software was used to evaluate the experimental results. The analyzed results showed that the spindle speed was a parameter that has the most important influence on the surface roughness. The second factors that affect on the surface roughness was tool diameter. And, the feed rate was the factor that has smallest effect on the surface roughness. The interaction factor between the tool diameter and the feed rate has the largest degree of the influence on the surface roughness, the second interaction factor that influenced on the surface roughness was the interaction between the diamter and the spindle speed. The interaction between the spindle speed and the feed rate has the smallest effect on the surface roughness. The suitable regression model of surface roughness is quadractic function. The predicted results of surface roughness are very close to the experimental values of that one. The genetic algorithm was used to find the optimal value of surface roughness. In this study, the optimum value of surface roughness was obtained for each case of drill tool diameter. The optimized cutting parameters was applied to improve the surface roughness with very satisfactory results. The optimum value of surface was quite small. 

Nguyen Hong Son | Nhu-Tung Nguyen ""Prediction of Surface Roughness and Optimization of Machining Parameters in Drilling Process of Aluminum Alloy Al6061""

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd30193.pdf

Paper Url :https://www.ijtsrd.com/engineering/mechanical-engineering/30193/prediction-of-surface-roughness-and-optimization-of-machining-parameters-in-drilling-process-of-aluminum-alloy-al6061/nguyen-hong-son

callforpapereconomics, economicsjournal

Experimental Study on High Performance Concrete by using Partial Replacement of Copper Slag and Fly Ash

The conventional concrete has lost its usage nowadays as it does not set out the present need. The term ‘High Performance’ is because of the essential usage, materials and proportions of this concrete are specifically chosen for properties such as high workability, high density and low permeability. The main objective of this study is to deal with the effects of cementitious materials in High Performance Concrete HPC for mix design of M40 grade concrete. Hence, copper slag which is the industrial by product is used as a partial replacement of fine aggregate by 0 , 15 , 30 , 45 , 60 and 75 with 20 of fly ash by the volume of cement with water cement ratio 0.36. Super plasticizer conplast SP430 is used as chemical admixture at the rate of 1.2 of cement which improves the workability. From this experimental study, so far the utilization of copper slag and fly ash observed with gradual improvement in mechanical properties such as compressive, split tensile and flexural strength in HPC. By evaluating the optimum percentage of copper slag, 

by J. Grijasri | U. Karunya | A. Thomas Eucharist ""Experimental Study on High Performance Concrete by using Partial Replacement of Copper Slag and Fly Ash""

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd30460.pdf

Paper Url :https://www.ijtsrd.com/engineering/structural-engineering/30460/experimental-study-on-high-performance-concrete-by-using-partial-replacement-of-copper-slag-and-fly-ash/j-grijasri

openaccessjournalofengineering, engineeringjournal, paperpublicationforengineering

Behaviour of Glass Fiber Reinforced Polymer Composite in Flexure Shear Strength of Reinforced Concrete Beams

The corrosion of steel reinforcement in concrete reduces the life of structures, causes high repair costs and can endanger the structural integrity of the structure itself. Glass fibre reinforced polymer GFRP offers a number of advantages over steel especially when used in marine and other salt laden environments. GFRP reinforcing bars are gradually finding wider acceptance as a replacement for conventional steel reinforcement as it offers a number of advantages. Technical studies on a number of concrete structures, from five to eight years old and constructed with GFRP reinforcement, have shown that there is no degradation of the GFRP from the alkaline environment. Concrete is very strong in compression but it is extremely weak in tension. To resist the tensile stress, steel reinforcement is provided in concrete. Reinforcement corrosion and structural deterioration in reinforced concrete structures are common, and prompted many researchers to seek alternative materials and rehabilitation techniques. One such material that has been offered as an alternative to mild steel reinforcement is Glass Fibre Reinforced Polymer GFRP bars and flats. For the repair and strengthening of structural concrete members, strengthening with Glass Fibre Reinforced Polymer GFRP plates is an excellent option. The present work is to study the behavior of Shear resistance of the silica coated GFRP stirrups in the shear test zone. A series of studies were conducted using silica coated GFRP stirrups in shear zone. It is observed that beams with silica coated GFRP flats shear reinforcement have shown failure at higher loads than the theoretical failure loads. Further it is observed that GFRP flats as shear reinforcement exhibit fairly good ductility. 

Er. Satish Kumar | Mr. Ajit Singh ""Behaviour of Glass Fiber Reinforced Polymer Composite in Flexure Shear Strength of Reinforced Concrete Beams""

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020,

URL: https://www.ijtsrd.com/papers/ijtsrd30440.pdf

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30440/behaviour-of-glass-fiber-reinforced-polymer-composite-in-flexure-shear-strength-of-reinforced-concrete-beams/er-satish-kumar

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